...J HEYMAN; G POLENI © Thomas Telford and ICE 1988 CAMBRIDGE UNIVERSITY POLENI HISTORY STRUCTURES ANALYSIS DOMES CRACKING MASONRY STONE EQUILIBRIUM VAULTS PLASTIC ELASTIC PROBLEMS ROME ST PETERS ITALY URALT Proc. Instn Ciu.Engrs, Part 1,1988,84,Aug., 737-759...

... CAMBRIDGE UNIVERSITY GROUND ENGINEERING GEOTECHNICS SLIPS CHANNELS CLAYS RECONSTRUCTION CULVERTS FLOODS RELIEF BURSTS BANKS EXCAVATIONS SHALLOW GROUNDWATER SHEAR STRENGTH HOUSING SOILS ESTATES STABILITY BIN BROOK CAMBRIDGE UK ...

...CT MORLEY CAMBRIDGE UNIVERSITY EQUILIBRIUM DESIGN SOLUTIONS LOADS TORSIONLESS GRILLAGES HILLERBORG SLABS CONCENTRATED ULTIMATE BEAMS ORTHOGONAL STRIP METHODS EDGES REINFORCED CONCRETE MOMENTS FIELD TRANSFER LINES POINTS FINITE COLUMNS PATTERNS REACTIONS OPTIMUM...

...EC WADE; J HEYMAN; W HURLEY; A DE WALSINGHAM; A DE WALSINGHAM; ESSEX; GG SCOTT © Thomas Telford and ICE 1985 FELIX SAMUELY & PARTNERS CAMBRIDGE UNIVERSITY CATHEDRALS TIMBER OCTAGONS CONSTRUCTION VAULTS STRUCTURES CROSSINGS MEMBERS RESTORATION MODIFICATION STRIPPING...

...O VILNAY; J HEYMAN; WJ HARVEY; JW MANN; RP WALKLATE © Thomas Telford and ICE 1984 CAMBRIDGE UNIVERSITY DUNDEE UNIVERSITY BRITISH RAIL BUCKLING MASONRY ARCHES BEHAVIOUR MECHANISMS EQUILIBRIUM STABILITY GEOMETRY SYMMETRY PARAMETERS SAFETY FACTORS INSTABILITY ANALYSIS...

...RP WALKLATE; JW MANN; BL DAVIES; NW TAYLOR; J HEYMAN; C MELBOURNE © Thomas Telford and ICE 1984 SHEFFIELD CITY POLYTECHNIC SOUTH YORKSHIRE COUNTY COUNCIL CAMBRIDGE UNIVERSITY BOLTON INSTITUTE OF H METHODS PERMISSIBLE LOADS BRICKS MASONRY ARCHES ASSESSMENT THICKNESS RING...

...AN SCHOFIELD; DM POTTS; CASAGRANDE © Thomas Telford and ICE 1984 CAMBRIDGE UNIVERSITY IMPERIAL COLLEGE LIQUEFACTION OFFSHORE DESIGN WORKS LOADS SOILS LIQUEFIED PORE PRESSURE STRESS RISKS METHODS REDUCTION STRUCTURES BALLAST FAILURES TESTS MECHANISMS DESIGN...

...R V SOUTHWELL; M J GUNN; A J VALSANGKAR; A M BRITTO CAMBRIDGE UNIVERSITY JACQUES WHITWORTH INSPECTION FLEXIBLE BUCKLING EXPERIMENTS TESTS ROUNDNESS DEFORMATION PROBLEMS BIFURCATION INITIAL PLOTS TESTING PIPES LOADS RESEARCH FAILURES CIRCULAR EFFECTIVE ELASTIC ANALYSIS...

...J HEYMAN; A J S PIPPARD; MEXE CAMBRIDGE UNIVERSITY MINISTRY OF TRANSPORT MILITARY ENGINEERING EXPERIMENT ESTABLISHMENT MEXE ESTIMATING ARCHES AXLES BRICKS PLASTIC SAFETY ASSESSMENT RING STRENGTH MAXIMUM MEXE LOADS METHODS SOLUTIONS LIVE VOUSSOIRS PONTE MOSCA MASONRY...

...J HEYMAN; NB HOBBS; BS JERMY © Thomas Telford and ICE 1980 CAMBRIDGE UNIVERSITY SOIL MECHANICS KENT COUNTY COUNCIL BRIDGES DETERIORATION FOUNDATIONS STRENGTHENING ARCHES STONE INVESTIGATIONS PIERS REHABILITATION WORKS PILED PILES RINGS CONSOLIDATION REPLACEMENT...

... theresultsmentioned were obtained at Cambridge University under laboratory conditions and are at low subcritical Reynolds numbers. M r R. Burrows, Dr J. R. Chaplin, M r T. S. Hedges, Professor P. Holmes and M r R. G . Tickell, Department of Civil Engineering, University of Liverpool In their originalwork Morison et...

...AR TAHERIAN; KR MOFFATT; HR EVANS; PJ DOWLING; CT MORLEY © Thomas Telford and ICE 1978 CAMBRIDGE UNIVERSITY IMPERIAL COLLEGE BARS CALCULATIONS MULTI CELL GIRDERS BEAMS MESHES FINITE ELEMENTS STRESS LOCALISED SUPPORTS SIMULATION SHEAR CONTINUOUS FLANGES DISTRIBUTION...

...DV MORRIS © Thomas Telford and ICE 1978 OVE ARUP CAMBRIDGE UNIVERSITY DYNAMICS THEATRES RESPONSES DAMPING MOVEMENT STEEL METHODS VERTICAL BEHAVIOUR DESIGN HUMAN UNITS GALLERIES HANGING HORIZONTAL RESONANCE ROYAL EXCHANGE SENSITIVE AGITATION REDUCTION FRAMEWORK...

...RHG PARRY © Thomas Telford and ICE 1978 CAMBRIDGE UNIVERSITY STABILITY LININGS LEAKAGE MATERIALS SAFETY STRENGTH PRESSURE DRAWDOWN LEVELS MEASUREMENT CLAYS CONTROL GRANULAR EXPRESSION EFFECTIVE PARAMETERS CONDITIONS THICKNESS THEORY SOILS CHANNELS WATER...

...P KUMAR; LA LUBIK; GH BEGUIN; FK KONG © Thomas Telford and ICE 1978 CAMBRIDGE UNIVERSITY DESIGN REINFORCEMENT CONCRETE DEEP GEOMETRY FRAMEWORK BEAMS REINFORCED STIFFNESS Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Mar., 211-212 7964 DISCUSSION Design of deep beams...

...CT MORLEY; LA CLARK; H GULVANESSIAN; MP NIELSON © Thomas Telford and ICE 1977 CAMBRIDGE UNIVERSITY DEPARTMENT OF TRANSPORT OPTIMUM SLABS FILLED DESIGN MEMBRANES MOMENTS COMPUTERS EQUATIONS ORTHOGONAL FILLING LIMITATION STRESS REINFORCEMENT ELEMENTS SANDWICH RESISTANCE...

...J HEYMAN © Thomas Telford and ICE 1976 CAMBRIDGE UNIVERSITY STRENGTHENING RESTORATION RUST DAMAGE SURVEYS STITCHING TIES NORMAN COOPERATION ARCHITECTS TOWERS MASONRY IRONWORK REHABILITATION REMEDIAL STAINLESS OCTAGONAL SCAFFOLDING SURVEYORS CATHEDRALS FABRICS...

...RJS SPENCE; V KRISTEK; CT MORLEY; PJ COOKSON © Thomas Telford and ICE 1976 CAMBRIDGE UNIVERSITY CVUT TECHNICAL UNIVERSITY PRAGUE STRENGTH BOX DEFORMATION UPPER BOUNDS FAILURES EQUATIONS LONGITUDINAL MOMENTS SINGLE CELL GIRDERS METHODS COLLAPSE HINGES WEBS MECHANISMS...

...TLL ORR © Thomas Telford and ICE 1975 CAMBRIDGE UNIVERSITY EFFECT MODELS CLAYS TESTS LININGS TUNNELS DEFORMATION TUNNELLING COMPRESSION STIFF LOADS Proc. Instn Civ. Engrs, Part 2, 1975,59, Dec., 849 7849 SYNOPSIS The effeocft lining compression on model tunnels in stiff...

...RJS SPENCE; CT MORLEY © Thomas Telford and ICE 1975 CAMBRIDGE UNIVERSITY STRENGTH BOX COLLAPSE SUPPORTS THEORY TESTS MODELS TRANSMISSION TORSION SHEAR FORCES BENDING LOCUS SINGLE CELL GIRDERS METHODS LOADS ECCENTRIC STRUCTURES REINFORCED SHAPE LENGTH FORCES...